Tender For Edanganasalai Municipality - Improvement Of Existing Bt Road At Ward No 9 And 11 And 13 And Improvement Of Existing Cc Road Ward No 23 In Edanganasalai Municipality
Tender Value
46 Lakhs
Estimated cost
Bid Submission
14 Jul 2023
0 days left
EMD
46000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Salem → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Edanganasalai Municipality - Improvement Of Existing Bt Road At Ward No 9 And 11 And 13 And Improvement Of Existing Cc Road Ward No 23 In Edanganasalai Municipality
BOQ
| Sl. No. | Item Description |
| 1 | Advance Patch work 13.20mmProviding Advancve Patch work using 50mm consolidated Thickness by using 1 m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3 of Metal For Pre Mixing For existing surface advance Patch work including cost and conveyance of materials to the work site and stacking them to the departmental metric guage for the premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant for premix carpet only rolling by 60-70KN power roller for premix carpet and seal coat seperately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet, including labourcharges for spreading seal coat seperately over premix carpet etc. including higher charges and fuel charges for , bitumen boiler and all other tools and plant employed etc. complete as per of MoRTH Rev - V Specifications |
| 2 | Providing and laying Wet mix macadam base course of 250mm compacted thicknes in two layers of 125mm thick or else as specified on the preparedsub-base with graded stone aggregate and granular of quality size and grading in layers specified,including mixing in base mix plant spreading in uniform layer with motor grader and compaction with vibrating roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown on the drawing equipments as per technical specification clause 406. |
| 3 | Providing and laying Prime coat over WMM surface using 7 Kg of bitumen emulsion per 10 Sqm area including labour charges for preparing the surface and applying the required quantity of bitumen as prime coat etc, complete as directed by the departmental officer. |
| 4 | Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications |
| 5 | Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2kgs of bituminous Emulsion (RS)for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications |
| 6 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 |
| 7 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below metal by adding the shredded plastic 10% of bitumen quality 5.03 kg (50.30 x 10% = 5.03 Kg) shredded plastic waste over the aggregate heated to 170 degree Celsius in the central hot mix plant mixed well with 45.27 kgs of hot bitumen vG30 bitumen (160 degree celsius) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminous concrete including the cost of materials to CMP site, heating the bitumen and aggregate to the required temperature and mixing the minimum required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100KN Vibratory Roller / Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver finisher / 9mm paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 as MORTH Rev-5. |
| 8 | Supplying and errecting centering to sides and soffits including supports and struttingfor drainage sides andculvert body wall sidesusing 90cm x 60cm and B.G 10stifenedwith welded mild steel angles of size 25mm x 25mm x 3mm for boardinglaid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 |
| 9 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification |
| 10 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification |
| 11 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specifi |
| 12 | Amount Payable to Goods Service Tax (GST) @ 18% |
AI Tender Summary
Tender Timeline
Jul 08, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 14, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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